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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-AOC | L1 | Accepted-AOC Lowest quotted bidder | |
| 2 | L2₹37.2 L+₹3.4 L (10.1%)Rejected-AOC | L2 | Rejected-AOC second lowest bidder | |
| 3 | L3₹38.6 L+₹4.7 L (14.0%)Rejected-Finance | L3 | Rejected-Finance third lowest bidder |
Tender Value
₹38.6 L
EMD Value
₹50,000
Closing Date
5 Apr 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o The Executive Engineer, PWD Roads Division, Kannur
Construction of Footpath and Concrete drainage along Azhikode Vankulathvayal Oladathazhe road- Azhikode LAC- Azheekode GP
2025_PWD_755619_1
PWD/RB/TR/16045/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Azhikode
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jun 2025
27 Mar 2025
8 Apr 2025
27 Mar 2025
5 Apr 2025
27 Mar 2025
Amount
Appenix A- Drainage and Shoulder Work
2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
OD219861/2024-2025:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning , painting on the CC tiles etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
OD290612/2024-2025:Providing and fixing of Defect Liability detailed works board made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exeeding 0.9sqm, with retro reflecterised sign manufactured as per IRC: 67 with suitable back supporting frame of MS angle 25x25x3 and supported on existing GI pipe poles firmly fixed to the ground by means of properly designed foundation all complete as per the directions of the engineer - in- charge.
OD290667/2024-2025:EngagingPlumber for the repairs of pipe lines
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
Kerb wall
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
VYSHAK P (BID ID -2188173)
HAREESH P (BID ID -2188216)
Bidder Name
HAREESH P
VYSHAK P
KRISHNANUNNI K P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1227047.pdf
boq_comp_chart.xlsx
xlsx
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